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Special issue: Facets of Uncertainty

Testing new sources of topographic data for flood propagation modelling under structural, parameter and observation uncertainty

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Pages 1707-1715 | Received 31 Mar 2014, Accepted 11 Feb 2015, Published online: 23 May 2016

Figures & data

Figure 1. Case study location: the reach of River Po from Cremona to Borgoforte.

Figure 1. Case study location: the reach of River Po from Cremona to Borgoforte.

Figure 2. Measured water levels for (a) 1994 and (b) 2000 flood events.

Figure 2. Measured water levels for (a) 1994 and (b) 2000 flood events.

Figure 3. 1D model conditioning: water levels simulation at Casalmaggiore station (upper panels) and Boretto station (lower panels) for October 2000 flood event. CI refers to the confidence interval.

Figure 3. 1D model conditioning: water levels simulation at Casalmaggiore station (upper panels) and Boretto station (lower panels) for October 2000 flood event. CI refers to the confidence interval.

Figure 4. 2D model conditioning: water levels at Casalmaggiore station (upper panels) Boretto station (lower panels) for October 2000 flood event.

Figure 4. 2D model conditioning: water levels at Casalmaggiore station (upper panels) Boretto station (lower panels) for October 2000 flood event.

Figure 5. 1D model evaluation: water levels simulation at Casalmaggiore station (upper panels) and Boretto station (lower panels) for November 1994 flood event.

Figure 5. 1D model evaluation: water levels simulation at Casalmaggiore station (upper panels) and Boretto station (lower panels) for November 1994 flood event.

Figure 6. 2D model evaluation: water levels simulation at Casalmaggiore station (upper panels) and Boretto station (lower panels) for November 1994 flood event.

Figure 6. 2D model evaluation: water levels simulation at Casalmaggiore station (upper panels) and Boretto station (lower panels) for November 1994 flood event.

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